MCU10/2065 Response to information request

                                                                                                                                                  REFER STRUCTURAL
                                                                                                                                                       ENGINEER FOR                                                                                          EXTENT OF SLAB THICKENING OVER UNDERGROUND TANK
                                                                                                                                                   BUILDING DETAILS




                                                                                                                                                   RAINWATER TAN(
                                                                                                                                                          OVERFLOW                        GARAGE FFL 14,750



                                                                                                                                                                                                                                                      1500 oPV( 5040
                                                                                                                                                                                                                                                                               - - 3,700L
                                                                                                                                                        3.000L                                 225 0 uPV( SNB                                                                    UNDERGROUND
                                                                                                                                                     RAINWATER
                                                                                                                                                        TAN
                                                                                                                                                                                                                                                                                  RAINWATER
                                                                                                                                                                                                                                                                                     TANK




                                                                                                                                                                                                            PIPE TO BE HUNG FROM-1         --STRUCTURE 1.2
                                                                                                                                                                                                       UNDERSIDE OF SLAB. PRODUCT            LSOo4SO GRATED FELD
                                                                                            STRUCTURE 1.0                                                                                               AND TYPE TO BE CONFIRMED             MET REFER DETAIL                             1   STRUCTURE 1.3
                                                                                            EXISTING FIELD           LO                                                                                         IN DETAILED DESIGN           ON THIS PLAN
                                                                                                     POET




                                                                                                                                                                                         DRAIN LINE'I' LONGITUDINAL SECTION
                                                                                                                                                                                                                       SCALE 1:50




                                                             25         650            25
                                                                        MIN.




                                                                                                                                                                                                                                                                                                    600


                                                                                                                                                                                                                                                                             5Dx5OxSm
                                                                                                                                                                        ALL PITS TO BE FITTED WITH
                                                                                                                                        GRATE TO BE 'WEBFORGE'                                                                                                            EQUAL ANGLE
                                                                                                                                      SUMP GRATE 'GSG 66XH' OR--        ECO-SON RSF 100 SEDIMENT
                                                                                                                                                                        BASKETS OR APPROVED EQUIVALENT
                                                                                                                                            APPROVED EQUIVALENT

                                                                  L                              1
                                                                                                                                                                        INSTALLED TO MANU. SPECS.
                                                                                                                                                                                                                                                                                              END VIEW
                                                                                                                                                                                                                                                                                                                                                                       _ WEB FORGE OR APPROVED EQLOV.
                                                                                                                                                                                                                                                                                                                                                                       CLASS 'B' GRATE.
                                                                                                                                                                                                                                                                                                                                                      300
                                                        50
                                                                                                                                                                                                                                                                                                                                                            165          !165
                                                                                                                                                                                                                                                                                                                                                        I'         l           'I
                                                                      PLAN                                                                                                                                                                                                                                                                 ------ L                            I ------

                                                                                                                                                                                                                                                                                                                                   SAND BED. ETC.-^          I             I
                                      TYPICAL GRATED INLET PIT DETAII.S                                                                                                                                                                                                GRATE DETAILED                                                  AS BEFORE             L----J
                                                                                                                                                                                                                                                                                                                                                                                     150 MIN. THICK WALLS
                                                                                                                                                                                                                                                                                                                                                                                     AND BASE. SL72 MESH
                                                                       NTS                                                                                                                                                                                             IS EQUIVILENT TO                                                                                              PLACED CENTRAL
                                                                                                                                                                                                                                                                       'WEBFORGE' BOX
                                                                                                                                                                                                                                                                       GRATE 'BG 30OL'

                                      GENERAL PIT NOTES                                                                                                                                                                                                                                                                                                           SECTION
                                                                                                                                                                                                                                                                                                                                                                        SCALE 1.20
                                      1.   PRE-CAST GRATED POET PITS FROM REPUTABLE SUPPLIERS AND                                                                     SECTION                                                                                                                     PLAN
                                           AS APPROVED BY THE SUPERINTENDENT MAY BE USED N PLACE
                                                                                                                                                                             NTS
                                           OF THE SPECIFED CAST-INSITU GRATED INLET PITS
                                      2.   ALL PITS TO HAVE 1 LAYER OF SL72 MESH PLACED CENTRALLY IN                                                                                                                                                                      TYPICAL. GRATED TRENCH
                                           WALL AND FLOOR SLABS
                                      3.   CONCRETE TO BE N25 GRADE MIN.                                                                                                                                                                                                       DRAIN DETAIL
                                      4.   GRATES TO BE HOT DPPED GALVANIZED                                                                                                                                                                                                                    SCALE 130
                                      5.   ALL PENETRATIONS IN PIT WALLS TO HAVE 2-N16 TRIMMER BARS
                                      6.   ALL PITS TO BE FITTED WITH ECO-SQL RSF 100 OR APPROVED
                                           EQUIVALENT




                                                                                                                                                                                                                                                                                                                                                                                                            PRELIMINARY
                                                                                     NOTES                                                                                                            coral coast office
                                                                                       plc ^f tSe PoDrch of me ems- W •pl nor fe ow topN-
                                                                                                                                                                                                                                     ANTHONY (ORKLL                                                           SFD I                                                                                            NOVEMBER 2010    :le   AS NOTED

Us, 'espoxn ro moan   _                                               x¢+p     pa
                                                                                         ,ep,MweE .+ent, . e port ,.,?ho t Ite np+eu pe:wimn of

                                                                                     2. eyweO Unenvwp'ate yrceleae o.rc 15010
                                                                                                                                                         EMP RE
                                                                                                                                                         ENGINEERING ,,,..
                                                                                                                                                                                                   sunshine coast office
                                                                                                                                                                                                                                     PROPOSED RESIDENTIAL DEVELOPMENT
                                                                                                                                                                                                                                     17 GRANT STREET.
                                                                                                                                                                                                                                                                                                                                   SECTIONS AND DETAILS SHEET 1                                              Job Ref No        Drawing No   Issue

                          AaenAAent                                   Oolr     Olf   ). vrc.lp ap Anxnuom an fire.                                                                                                                   NOOSA HEADS. OLD                                                 TROY PAULSEN / RPEQ. 6990)                                                                             SC-2930             C015        A